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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />~ AMERICAN <br />j ENGINEERING <br />TESTING, INC. <br /> <br /> <br />srrnSillWACEBOmNGLOG <br /> <br />01-01184 WG OF BORING NO. 2 (p.l ofl) __ I <br />2002 Street Imvrovements, Waldon Place/Hunters Court; Arden Hills, ~_ ___.___.m <br /> <br />PROJECT: <br /> <br />D~I:JH SURFACE ELEVATION: <br />FEET MATERIAL DESCRIPTION <br />_..6" Bilumin'!~!!Y.!:!!t~!!t <br />1 _ 6:~"Cr:'~.~ 1~_~~one b..... ligbt brown <br /> <br />2 -1 <br />i <br /> <br />J <br />Fill, mostly sandy lean clay, a Iittl. gravel, gray <br />and brown, a little dark brown (A-6) <br />4.- <br /> <br />5 m <br /> <br />6 <br /> <br />7 <br /> <br />s . <br /> <br />END OF BORING <br /> <br />Location: Hunters Court, 7' 'WE" ofCIL. 322' <br />"SE" of Benton Way C/L <br /> <br />DEPTH: <br /> <br />DRILLING METHOiiT- <br />DATE <br /> <br />TIME <br />11,00 <br /> <br />()"7' <br /> <br />3.25" HSA <br /> <br />415/02 <br /> <br />COMPLETED, 4/S/OZ <br /> <br />CC: SS CA: WP Rig: 1 <br />2/99 <br /> <br />GEOLOGY <br /> <br />N MC SAMPLE REC. <br />TYPE IN, <br /> <br />9 M <br /> <br /> <br />ss <br /> <br />ss <br /> <br />9 M <br /> <br />ss <br /> <br />FILL <br /> <br />8 M <br /> <br />SS <br /> <br />5 M <br /> <br />WATER LEVllL MEASUREMENTS <br />!St~~HD ~~R Ct~hN Fftlll}tlrvCh <br />8.5 7.0 7.5 <br /> <br /> <br />6 <br /> <br />".'B_' <br />FJELD & LABORATOR Y I'E;'TS <br />~~.I ~E_Nr I.I.! PI ': :'(Kj <br />, , <br />I ' <br />I <br />I <br />I <br />I <br /> <br />15 <br /> <br />12 <br />I <br />I <br /> <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />___.._.1._ <br />! <br />i <br />, <br /> <br />6 <br /> <br />_1_..., ._. ,.___.. <br /> <br />WATER <br />LEVEL <br />None <br /> <br />NOTE, REFER TO <br />Tl-IE ATTACHE-D <br />SIiliETS FUR AN <br />, EXPl.ANATION OF <br />TERMINULOGY <br />ON TillS LOCI <br /> <br />